PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
7th Edition
ISBN: 9781119610526
Author: Mannering
Publisher: WILEY
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Chapter 2, Problem 33P
To determine
Theperception/reaction time of the driver before and after drinking assumingpractical stopping distance.
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Using the book Olin's Construction: Principles, Materials, and Methods
By H. Leslie SimmonsUsing Materials for a Small Residential House
Compile A detailed list of every single material used in the construction of this small Residential Home.
Your list will be
broken up into 5 stages FOUNDATION, FRAMING, ROUGH IN, ROOF, FINISH
You do not need to estimate the quantity of materials.
Choose the exterior and interior finishes. Find
3
SDS sheets for materialsfor each stage of the build
.
REMEMBER EVERY ITEM MISSED IN AN ESTIMATE WILL COST YOU MONEY.
HOUSE DETAILS
•
Slab foundation
•
UTILITIES
AND GROUND WORK IS COMPLETED
.
•
Single Story
•
Copper plumbing
or PEX
2x6 Wood Framing
Gas Water Heater
Gas appliances
ROOF:
asphalt shingles
,
Stick framing, Cross hipped roof
House has
Heating and
A/C
EXAMPLE:
FOUNDATION
Concrete
Wood For forms
A1.4- Determine the factored moment resistance for the flanged beam (simply supported) shown in Figure 4.
Given: Beam span L = 8m
fc = 25MPa
fy=400MPa
As = 3-35M
*350*
mm
1.5 m
Figure 4
*350*
mm
-60mm
A2.3- a simply supported reinforced concrete beam of rectangular cross-section is shown in Figure 3. The beam
supports a uniform dead load of 20 kN/m (excluding the beam self-weight) and a uniform live load of 20 kN/m.
The beam width is restricted to 400 mm. The maximum aggregate size is 20 mm. We are using 10M bars for
stirrups and 25M bars for tension steel. Concrete is type N with f'c = 35 MPa and fy = 400 MPa. The beam needs
to have 2hr fire rating.
Design the beam for the given load, considering the reinforcement ratio p < 0.5 pb
Figure 3
WDL = 20 kN/m
WLL= 20 kN/m
8.0 m
Chapter 2 Solutions
PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
Ch. 2 - Prob. 1PCh. 2 - Prob. 2PCh. 2 - Prob. 3PCh. 2 - Prob. 4PCh. 2 - Prob. 5PCh. 2 - Prob. 6PCh. 2 - Prob. 7PCh. 2 - Prob. 8PCh. 2 - Prob. 9PCh. 2 - Prob. 10P
Ch. 2 - Prob. 11PCh. 2 - Prob. 12PCh. 2 - Prob. 13PCh. 2 - Prob. 14PCh. 2 - Prob. 15PCh. 2 - Prob. 16PCh. 2 - Prob. 17PCh. 2 - Prob. 18PCh. 2 - Prob. 19PCh. 2 - Prob. 20PCh. 2 - Prob. 21PCh. 2 - Prob. 22PCh. 2 - Prob. 23PCh. 2 - Prob. 24PCh. 2 - Prob. 25PCh. 2 - Prob. 26PCh. 2 - Prob. 27PCh. 2 - Prob. 28PCh. 2 - Prob. 29PCh. 2 - Prob. 30PCh. 2 - Prob. 31PCh. 2 - Prob. 32PCh. 2 - Prob. 33PCh. 2 - Prob. 34PCh. 2 - Prob. 35PCh. 2 - Prob. 36PCh. 2 - Prob. 37PCh. 2 - Prob. 38PCh. 2 - Prob. 39PCh. 2 - Prob. 40P
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